A.01.29_Section_C-TechnicalSections.pdf

Section C - The Dalles Generator Step-Up Transformer Replacement

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS ONSITE

01 11 00.00 25 SUMMARY OF WORK

01 30 60.00 26 OPERATIONS AND MAINTENANCE DATA

01 30 70.00 26 AS-BUILT RECORDS AND DRAWINGS

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.10 25 QUALITY CONTROL SYSTEM (QCS)

01 57 20.00 25 ENVIRONMENTAL PROTECTION

DIVISION 26 - ELECTRICAL

26 05 19.00 26 INSULATED WIRE AND CABLE

DIVISION 48 - ELECTRICAL POWER GENERATION

48 19 23.01 26 CLASS II SINGLE-PHASE GSU POWER TRANSFORMERS

48 19 23.04 26 CLASS II THREE-PHASE GSU POWER TRANSFORMER

48 20 00.00 26 TRANSFORMER SHIPMENT, HAULING AND SITE ASSEMBLY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 REFERENCES

1.2 MEANING OF TERMS

1.3 CONTRACT ADMINISTRATION

1.4 CONTRACTING OFFICER

1.5 SERIAL LETTER CORRESPONDENCE

1.5.1 Numbering

1.5.2 Subcontractors

1.5.3 Transmittals

1.6 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

1.7 PROJECT-SPECIFIC MANAGEMENT PLAN

1.8 LETTERS OF AUTHORITY

1.9 CONTRACTOR PERFORMANCE EVALUATIONS

1.10 LABOR STANDARDS

1.10.1 Coverage

1.10.2 Wages

1.10.3 Overtime

1.10.4 Deductions

1.10.5 Apprentices

1.10.6 Equal Opportunity

1.10.7 Work Stoppage

1.10.8 Other

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

01 10 00.00 25-

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 MEANING OF TERMS

a. Specification Sections of this Contract are generally written in the imperative mood. In sentences using the imperative mood, the subject, "the Contractor," is implied. Also implied in this language are "shall," "shall be," "must" or similar words and phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project.

b. Wherever "directed," "required," "prescribed," or other similar words are used, the "direction," "requirement," or "order" of the Contracting Officer is intended. Similarly, wherever "approved," "acceptable," "suitable," "satisfactory," or similar words are used, the words mean "approved by," "acceptable to," or "satisfactory to" the Contracting Officer.

c. The word "will" generally pertains to decisions or actions of the Contracting Officer.

1.3 CONTRACT ADMINISTRATION

This Contract will be administered by the Office or Person(s) listed in Section G Contract Clause 52.000-4006, CONTRACT ADMINISTRATOR.

1.4 CONTRACTING OFFICER

The Contracting Officer (CO) who signed this Contract is the primary CO for the Contract. Nevertheless, any CO assigned to the Portland District and acting within his/her authority may take formal action on this Contract when a Contract action needs to be taken and the primary CO is unavailable. All correspondence must be through the CO or, upon notification, their authorized Representative (COR).

1.5 SERIAL LETTER CORRESPONDENCE

Serial letters shall be submitted electronically via QCS and email. Send an original and scanned pdf of all correspondence pertaining to this Contract to: Bonneville Resident Office,P.O. Box 70, Cascade Locks, OR

01 10 00.00 25-2

97014. Letters shall be signed by the individual who signed the original contract award or by assistants designated to act on their behalf; furnish a list of personnel so designated."

1.5.1 Numbering

All letter correspondence must be independently numbered serially with no numbers missing or duplicated, and in sequence, commencing with number one (1). Each letter must show the Contract number, description, and subject matter. Only one subject must be covered in the same letter.

1.5.2 Subcontractors

Subcontractors must not correspond with either the Resident or District offices; the Prime Contractor must handle all correspondence.

1.5.3 Transmittals

Transmittals of signed pay estimates, payrolls, submittals, and other similar correspondence will not require a Serial Letter; use of a commercial transmittal form or speed letter is encouraged.

1.6 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

he latest version in effect on the date of the Solicitation for this Contract (in accordance with EM 385-1-1 Paragraph 4 General, subparagraphs b.(1) and c.) will be contractually binding as part of this Contract. The latest version, including all errata and changes, must be used for this Contract and is obtainable at http://www.publications.usace.army.mil/Portals/76/Publications /EngineerManuals/EM_385-1-1.pdf. This manual is also available in hard copy (paper) version.

1.7 PROJECT-SPECIFIC MANAGEMENT PLAN

Submit SD-01, Preconstruction Submittals (listed on the preliminary submittal register, Attachment A1, and defined in Section 01 33 00, SUBMITTAL PROCEDURES). The Project-Specific Management Plan must be submitted as a single document and address job-specific accident prevention program, environmental protection plan, construction quality control program, and project work plan. Acceptance of the Preconstruction Submittals are required prior to commencement of work.

The PSMP must include:

a. Section I - Accident Prevention Program.

(1) Accident prevention plan (EM 385-1-1 and Section 01 35 26.00 25, GOVERNMENTAL SAFETY REQUIREMENTS).

(2) Drug-free workplace policy.

(3) Global Harmonization program (EM 385-1-1). Note: Replaces hazard communication program.

(4) Activity hazard analysis (EM 385-1-1).

(5) Equipment certification.

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b. Section II - Environmental Protection Plan (Section 01 57 20.00 25, ENVIRONMENTAL PROTECTION).

c. Section III - Construction Quality Control System (Section 01 45 00.00 25, QUALITY CONTROL).

(1) Contractor's quality control (CQC) plan.

(2) CQC Daily Report form.

d. Project Work Plan. The following are examples:

(1) Roadway Access Agreement.

(2) Temporary electrical systems.

(3) Welder qualifications.

(4) Welding procedures.

(5) Bolt pre-tensioning procedure.

e. Schedule for Construction.

f. Submittal Register.

1.8 LETTERS OF AUTHORITY

a. To authenticate actions required under terms of this Contract, furnish a letter of authority to the COR and Resident Engineer that indicates the names of individual or individuals who must be authorized to perform the following functions on behalf of the company:

(1) Sign progress payment estimates.

(2) Accept Government-furnished property (if applicable).

(3) Sign Contract modifications, supplemental agreements and consent of surety.

(4) Monitor and report on the environmental protection plan, management plan, quality control plan, and safety plan.

(5) Supervise the field activities

(6) Sign Release of Claims.

b. This letter of authority must bear the typewritten names and the handwritten signatures of each individual and be signed by the person whose signature appears on the final Contract.

1.9 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Federal Acquisition Regulation (FAR) Subpart 42.15, Evaluation of Contractor Performance, service Contractor’s performance will be evaluated throughout the performance of the Contract.

For service contracts awarded at or above $1,000,000.00, USACE will evaluate Contractor Performance Assessment Reporting System (CPARS). After

01 10 00.00 25-2 an evaluation (interim or final) is completed by USACE, the Contractor will have the ability to access, review, and comment on the evaluation for a period of 30 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.gov/index.htm. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.10 LABOR STANDARDS

The Contractor and all subcontractors must comply with the following labor standards, statutes, and regulations: McNamera-O-Hara Service Contract Act;

Contract Work Hours and Safety Standards Act; Secretary of Labor's regulations (Parts 3 and 5, Subtitle A, Title 29, Code of Federal Regulations).

1.10.1 Coverage

Contract provisions relating to wages, overtime, payroll deductions, and other labor standards requirements cover foremen, laborers, and mechanics, including owner-operators of other than hauling equipment and other individual enterprises performing the duties of a laborer or mechanic.

Bona fide owner-operators of hauling equipment, such as trucks, who are independent contractors, are not covered, and the certified payrolls, including the names of such owner-operators, need not show hours worked nor rates paid, but only the notation "owner-operator."

1.10.2 Wages

Wages must be paid at least once a week and be computed at hourly rates not less than those set forth in the Contract wage schedule, as set by the Davis-Bacon Act wage determinations, for the particular classifications of work performed. Instructions regarding wage determination obligations are available upon request.

1.10.3 Overtime

Pay overtime for work in excess of 40 hours in any workweek at not less than 1-1/2 times the basic rate of pay. Rates paid for fringe benefits are excluded in the computations of overtime.

1.10.4 Deductions

Deductions from wages earned may be only those that are permitted by the Copeland Act (Anti-Kickback) regulations. An instruction sheet entitled "Payroll Deductions" is available upon request.

1.10.5 Apprentices

Apprentices must be individually registered in a program of a State apprenticeship and training agency approved and recognized by the U.S.

Bureau of Apprenticeship and Training. Written evidence of such registration must accompany the first payroll on which apprentices appear.

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1.10.6 Equal Opportunity

Take affirmative measures to ensure that applicants are employed, and that employees are treated fairly during employment, without regard to their race, creed, color, religion, sex, or national origin. Section I Contract Clause 52.222-26, Equal Opportunity (Mar 2007), requires the posting of notices and sending of a notice to each labor union or representative of workers with which you have an agreement. Posting of the notice available from the Resident Engineer's office satisfies both requirements.

1.10.7 Work Stoppage

Promptly report to the CO, with all relevant information, work stoppages resulting, or likely to result, from actual or potential labor disputes.

1.10.8 Other

The Contractor's attention is called to the following Section I Contract Clauses: 52.219-22, Post Award Small Business Program Rerepresentation (July 2013. The Contractor assumes affirmative obligations with respect to subcontracting with such enterprises. The Prime Contractor must send a copy of the clauses to each subcontractor.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

01 10 00.00 25-4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS ONSITE

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PERMITS AND RESPONSIBILITIES

1.5 INCLEMENT WEATHER CONSTRUCTION

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.7 WEEKLY COORDINATION MEETINGS

1.8 PARTNERING

1.9 CONTRACTOR EMPLOYEES

1.10 PAGERS

1.11 ACCESS AGREEMENTS AND WORK AREAS

1.11.1 Access Agreements

1.11.2 Work Areas

1.11.3 Employee Access and Parking

1.12 SECURITY PROCEDURES

1.12.1 Project Security

1.12.2 Contractor's General Personnel

1.12.3 Identification of Employees

1.12.4 Foreign Born Employees

1.12.5 Identification of Contractor Vehicles

1.12.6 Use of Private Vehicles

1.13 SUPPLEMENTAL SECURITY REQUIREMENTS

1.13.1 Personnel Risk Assessment

1.13.2 Authorized Unescorted Access Requirements

1.13.3 Security Programs

1.13.3.1 Quarterly Security Awareness Program

1.13.3.2 Annual NERC Mandated Cyber Infrastructure Protection

Training Program

1.14 DECK ACCESS RESTRICTIONS

1.15 UTILITIES

1.15.1 Sanitary Facilities

1.15.2 Electrical Power

1.15.2.1 General

1.15.2.2 Temporary Electrical Wiring

1.15.3 Telephone

1.15.4 Water

1.16 CONTRACTOR'S EQUIPMENT

1.16.1 Contractor's Planned Equipment Methods

1.16.2 Plant and Equipment List

1.16.3 Movement of Equipment by the Contractor

1.17 CONTRACTOR USE OF GOVERNMENT CRANES

1.18 CRANES AND HEAVY EQUIPMENT

1.18.1 Contractor Crane Safety

1.18.2 Contractor Crane Testing

1.18.3 Contractor's Cranes and Heavy Equipment

1.19 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

01 10 10.00 25-

1.20 NOISE CONTROL

1.20.1 General

1.20.2 Nighttime Noise Limitations

1.21 USE OF EXPLOSIVES

1.22 CARE OF DRAINS

1.23 PROTECTION OF MATERIAL AND WORK

1.24 PROTECTION OF EXISTING UTILITIES

1.25 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.26 RESTORATION OF PROJECT ROADS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 10 10.00 25-

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS ONSITE

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This Section covers general requirements applicable to specific Contractor's operations and equipment.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF TRANSPORTATION (DOT)

AASHTO LRFDUS (2012, ERTA 1) Bridge Design Specifications, 6th ed.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.95 Occupational Noise Exposure

29 CFR 1926.52 Occupational Noise Exposure

29 CFR 1926.101 Hearing Protection

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Post-Award Submittals

Access Agreements and Work Areas; G

Security Procedures; G

Personnel Risk Assessment; G

Quarterly Security Awareness Program; G

Annual NERC Mandated Cyber Infrastructure Protection Training Program; G

Temporary Electrical Wiring Plan; G

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Contractor's Planned Equipment Methods; G

Plant and Equipment List; G

Loading Diagram; G

Loading Plan for Cranes and Heavy Equipment; G

Lifting Diagram; G

1.4 PERMITS AND RESPONSIBILITIES

Obtain all permits and licenses for the work as required.

1.5 INCLEMENT WEATHER CONSTRUCTION

Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to USACE property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor will coordinate as necessary.

1.7 WEEKLY COORDINATION MEETINGS

Weekly coordination meetings must be held between the Contractor and the Government. This meeting will be used to discuss Contractor's safety, Quality Control Program, submittals, deficiencies, Contract administration, schedule, actual progress in the last week, and work planned in the upcoming two weeks. Any work requiring Project support or potential impacts to Project operations or maintenance must be noted. During the Preconstruction Meeting, the Government will determine responsibility of running this meeting. If the Government elects to run the coordination meeting, the Contractor must provide a two week look ahead, with the previous week as-builts, 48 hours before each weekly meeting to the Government representative. The responsible party must prepare and distribute, by e-mail, the coordination meeting agenda with a two week look ahead no later than 24 hours before each meeting. A meeting time and place will be mutually agreed upon for the same time each week. Coordination meeting notes with changes to be distributed no later than the close of business the first workday following the weekly meeting if the meeting.

1.8 PARTNERING

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. Among the objectives are effective and efficient Contract performances and are intended to achieve completion within budget, on schedule, and in accordance with the plans and specifications; and to develop a single cooperative management team focused on the success of the project to mutual benefit of all stakeholders. This partnership will be bilateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnership will be

01 10 10.00 25-2 agreed to by both parties, and will be shared equally with no change to the Contract price. An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-adversarial manner through the use of issue clarification and problem solving. Alternate Dispute Resolution (ADR) methodologies will be encouraged in place of the more formal dispute resolution procedures. ADR will assist in promoting and maintaining an amicable working relationship to preserve the partnership.

ADR is a voluntary, non-binding procedure available for use by the parties to this Contract to resolve any dispute that may arise during performance.

1.9 CONTRACTOR EMPLOYEES

Ensure that all employees are capable of demonstrating adequate knowledge of tools, supplies, equipment, and techniques necessary to competently perform the work. All personnel employed by the Contractor must be fully qualified in their respective fields to render the services necessary. The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this Contract determined by the Government to be unsatisfactory. Contractor employees will not be permitted to bring guests, family members, or non-employees to the job site at any time.

1.10 PAGERS

All Contractor employees who perform work on-site at The Dalles Dam must wear a pager that is fully compatible with the Project's message/transmitting and programming system (Turn-Key Technologies' TTI Ovation 3 Pager Receiver, Frequency 173.4875 mhz). This is a mandatory safety requirement that allows emergency notification of all persons within the Powerhouse and other work areas. No Contractor employee will be allowed to work on-Project without wearing a pager unless specifically so permitted by the CO. In the event of fire or other danger, the Control Room will notify all personnel by pager. Provide pager units for all employees. The Project will program all pagers before site work begins.

At the end of the onsite work, the pagers will become the property of the Government. If the pager receivers are lost, not operable, or substantially damaged through use, the Contractor must, at the Government's discretion, repair or replace the units at the Contractor's cost.

1.11 ACCESS AGREEMENTS AND WORK AREAS

1.11.1 Access Agreements

a. Submit access procedures to and from the work site after the Contractor, the Contract Officer, and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site.

b. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement must be reached prior to initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, must not be closed as a result of construction or delivery activities associated with this Contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this Section.

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d. When necessary to operate on or to cross existing highways or roads, all necessary permits must be obtained from the appropriate private or public authority.

e. In accordance with Sectin H Contract Clause 52.000.0013 ACCIDENT PREVENTION, and EM 385-1-1, flaggers, signs, lights, and/or other safeguards must be provided to safely control and direct the flow of traffic when necessary for equipment to operate on or to cross access roads, arterial roads, or highways.

f. Spillage on Project roads and state or county roads will not be permitted, and the spillage must be immediately cleaned up at the expense of the Contractor.

g. No cleated or crawler-type equipment will be operated on paved surfaces.

h. Damage to all roads caused by the Contractor's operations must be repaired to preexisting conditions at the expense of the Contractor.

1.11.2 Work Areas

a. Drawings showing the layout of the area proposed for use must be submitted for review and approval. The drawing(s) must show the location of the principal components: offices, access roads, parking, storage facilities and disposal areas, which the Contractor proposes to construct within the designated limits.

b. Only Contractor and subcontractor parts trailers and lunch trailers may be allowed in the Contractor work areas and these must be subject to COR and Project approval. All Contractor and subcontractor trailers are required to be adequately and physically anchored to prevent overturning due to high winds.

c. Should additional working space or lands within the Government right-of-way be required for material yards, job offices, or other purposes obtain prior Government approval in writing. When directed at any time during the progress of the work when space is needed within the right-of-way for other purposes, any part of the grounds that have been in use must be promptly vacated and cleaned up. However, it is not the intent to require the Contractor's plant or material to be removed from an area while such plant, material, or area is still being actively used.

d. The Project staff will brief the Contractor on security procedures.

Any such procedures will not be the basis for claims for additional money or time. The Project areas off limits to Contractor personnel will also be designated.

e. Salespersons or personnel seeking employment will not be permitted inside the Project security fences without prior Government approval.

1.11.3 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before construction or delivery. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary

01 10 10.00 25-4 to avoid overflowing. Trash receptacles must be adequately secured to provide protection from the wind and animals.

1.12 SECURITY PROCEDURES

1.12.1 Project Security

a. The Project is not open to the public during daylight hours. After dusk the security gates are locked and unmanned. Submit a procedure for approval for identification and control of employees entering or leaving the Project during the hours of closure.

b. Arrangement and scheduling of working hours and crews must be coordinated through the COR with the Project Staff. The working hours of the Project Staff are Mondays through Thursdays from 6:30 a.m. until 5:00 p.m. Fridays are non-working days. Working hours that extend past 5:00 p.m. weekdays or on weekends and holidays must be coordinated through the COR and approved by the Project Staff. Submit the intended working hours of staff on site and identify any employees working in any capacity in accordance with the subparagraph entitled Identification of Employees.

c. Security of the Contractor's property and items furnished under this Contract, until the Government accepts items, are the Contractor's responsibility whether stored inside or outside.

d. All Contractor personnel, subcontractor personnel, suppliers, etc.

must comply with the Project's security policies. Salespersons or personnel seeking employment will not be permitted inside the Project.

Costs associated with Contractor failure to comply with the Project security policies must be at the expense of the Contractor.

e. Signs may be erected outside the project containing instructions for personnel seeking the Contractor. The content and location of the signs will be approved by the COR prior to erection. Posts or other means of support, if required, must be provided by the Contractor and removed when the Contract is completed. Any open post holes must be suitably backfilled, prior to the end of the shift in which posts are removed, and any other damage must be repaired to preconstruction conditions.

1.12.2 Contractor's General Personnel

Prepare an organizational chart and revise whatever organizational changes occur. Maintain a complete organizational chart of all positions that will be working on the project. All personnel employed by the Contractor must be fully qualified in their respective fields to render the services necessary.

1.12.3 Identification of Employees

a. Submit a complete, dated and signed, list of all Contractor and subcontractor personnel and their titles who will be working on the project at the Weekly Coordination Meeting. This listing must be revised and resubmitted when personnel changes occur.

b. Government-prescribed cards/keys:

(1) Obtain the Government-prescribed cards/keys from the Project

01 10 10.00 25-5

Security Office prior to engaging in work on the project. For each employee requiring Government-prescribed card/key, submit a written request to the CO at least one week in advance of commencing work including, but not limited to the following:

Name of Contractor Name of employee Employee's birth date Employee's place of birth Employee's valid identification with photo Other employee information as needed based on security level

(2) Within 24 hours of personnel changes or the release of any employee and within seven days of the end of construction completion or termination of Contract, collect and return all Government-prescribed cards/keys to the Project Security Office.

Failure to return any Government-prescribed cards or keys will result in a $250 per item charge to the Contractor and may delay final payment. These fees will be deducted from the Contractor's monthly payment at no additional cost to the Government.

1.12.4 Foreign Born Employees

Submit photocopies of the green card work permits and/or passports to the CO of all Contractor employees who are foreign born and have non-citizen status. Submit photocopies at least one month in advance of the start of work by the employees. This allows the USACE District Security Office sufficient time to run a security check on these affected personnel.

Contractor personnel who fit the above description of non-citizenship will not be permitted to work until they pass the security check in addition to other requirements of this Contract.

1.12.5 Identification of Contractor Vehicles

All Contractor vehicles used for prosecuting the work must have a Contractor sign or other permanent identification and must carry the required insurance. Private vehicles not owned by the Prime Contractor or subcontractors must not be used for prosecuting the work.

1.12.6 Use of Private Vehicles

Private vehicles of the Contractor and its employees must enter and leave the project as directed. Restrict parking to approved areas.

1.13 SUPPLEMENTAL SECURITY REQUIREMENTS

1.13.1 Personnel Risk Assessment

A minimum of seven days prior to engaging in work submit, to the CO or Project POC, a Personnel Risk Assessment (PRA) for each employee requiring authorized unescorted access to the Powerhouse. The Contractor employee will only be allowed authorized unescorted physical access after the PRA is submitted to and approved by the Government. Upon approved authorization by the Government, a Project Specific ID Badge will be prescribed per subparagraph entitled Identification of Employees. Immediately return all Government-prescribed identification badges to the Project Administration Office for cancellation upon the release of the employee, end of construction completion, or termination of the Contract.

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1.13.2 Authorized Unescorted Access Requirements

Perform a PRA on all Contractor personnel that require authorized unescorted access to the Powerhouse. Costs associated with the execution of the PRA must be at the expense of the Contractor. The content of the PRA is defined by the requirements as follows:

a. Criminal Check - Obtain a criminal background check, completed within the last seven years, on all Contractor personnel that require authorized unescorted access to the Powerhouse. A minimum of a 7-year criminal background check with the state patrol office must be performed from all states of residence and employment, for the past seven years. The Project Security Officer through the Contacting Officer will approve, disapprove, or revoke authorized unescorted access to the Powerhouse as a result of the seven-year background check.

b. Identity Verification - Contractor employees must provide positive verification of individual identity prior to authorized unescorted access to the Powerhouse. Acceptable forms of identity verification are documents issued by a federal Government agency that include: the individual's photograph, name, and date of birth, such as a passport or military identification (ID) card. Additionally, a state issued driver's license or ID card is acceptable for identity verification.

c. The Criminal Check and Identity Verification must be updated at least every seven years for each employee requiring authorized unescorted access to the Powerhouse.

d. Escort Requirements - Contractor personnel not cleared for authorized access to the Powerhouse may be escorted by Government or Contractor personnel that have authorized unescorted access to the Powerhouse. All costs related to the escorting of non-cleared personnel must be at the expense of the Contractor. Additional burden must not be placed upon the Government to provide these escorts. Prior to access, coordination with the Project Security Officer is required, including but not limited to:

(1) Verification of identity with photo identification

(2) Name of escorting individual and verification of unescorted status

(3) Time of entry into the Powerhouse

(4) Time exiting the Powerhouse.

1.13.3 Security Programs

1.13.3.1 Quarterly Security Awareness Program

Submit and maintain a quarterly security awareness program for employees requiring authorized unescorted access to the Powerhouse. Security awareness documents will be furnished by the Project Security Officer and must be distributed to Contractor personnel by the Contractor. Costs associated with the distribution of the security awareness documents must be at the expense of the Contractor. These documents must be distributed using direct (email, memos, computer training, etc) and indirect (posters, brochures, etc) communications.

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1.13.3.2 Annual NERC Mandated Cyber Infrastructure Protection Training Program

Submit and maintain an annual North American Electric Reliability Corporation (NERC) Mandated Cyber Infrastructure Protection Training Program. When the Contract requires the Contractor employee to have authorized unescorted access to the Powerhouse, the USACE NERC Mandated Cyber Infrastructure Protection Training must be completed by the employee prior to authorized unescorted physical or authorized cyber access to the Powerhouse. The Project Security Officer or CO will furnish the training curriculum, materials, and supplies. Costs associated with the execution of this training must be at the expense of the Contractor. A minimum of seven days prior to engaging in work, submit a complete, signed and dated, listing of all personnel who have successfully completed the USACE NERC Mandated Cyber Infrastructure Protection Training. Submit a revised listing within seven calendar days of any personnel changes.

1.14 DECK ACCESS RESTRICTIONS

Do not block operational areas of the deck gantry crane at any time. With prior coordination and approval, the deck gantry crane may be blocked for a period no longer than four hours. One lane of traffic must be left open at all times.

1.15 UTILITIES

Provide utilities required for the performance of work under this Contract, except Government-furnished electrical power, water, and compressed air as described below.

1.15.1 Sanitary Facilities

Use of the Project restroom by Contractor personnel will not be permitted.

Provide portable, temporary sanitary facilities in accordance with

EM 385-1-1.

1.15.2 Electrical Power

1.15.2.1 General

Use of existing 120V and 480V electrical receptacles is allowed. Take special care not to overload receptacle circuits. Contractor must be responsible for all accessories, such as extension cords, adapters, and raceways for road crossings. Extension cords must not be allowed to cross crane rails.

1.15.2.2 Temporary Electrical Wiring

Submit a Temporary Electrical Wiring Plan for temporary electrical wiring.

Install all temporary electrical wiring in accordance with EM 385-1-1 and as approved. All temporary electrical wiring must be removed prior to completion of the Contract.

1.15.3 Telephone

Telephone will not be available for Contractor use.

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1.15.4 Water

Reasonable amounts of water for domestic use will be made available from existing outlets and supplies. No charge will be made for the water.

1.16 CONTRACTOR'S EQUIPMENT

1.16.1 Contractor's Planned Equipment Methods

Submit proposed methods of transportation and operation of cranes and other heavy equipment for approval prior to commencement of those operations.

Submittals must include the type, size, and loadings of equipment, and the proposed transportation routes and work areas to be used on the project.

Operation of heavy equipment adjacent to existing structures must be avoided when possible. Testing requirements and operation of cranes and other heavy equipment must be in accordance with EM 385-1-1. All cranes, rigging, lifts, operators, vehicles, and other necessary means to move equipment or items must be Contractor-furnished as required to pursue and complete the work and must comply with EM 385-1-1.

1.16.2 Plant and Equipment List

Within seven days prior to commencing site operations, provide a complete list of all plant and equipment to be used on the job site, exclusive of shop equipment. Throughout the life of the Contract, submit an up-to-date plant and equipment list with each progress payment request. Include rented equipment as well as lease purchase or sale leaseback equipment on the lists. Initial list and the revised monthly lists must indicate dates equipment is assigned to or removed from the project; deadline dates for repairs and returned for use; dates of the most recent and planned inspections; and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.16.3 Movement of Equipment by the Contractor

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFDUS, HL-93 vehicle and load requirements. Submit a loading diagram for approval showing wheel loads, wheel spacing, and travel speed a minimum of 30 days prior to operating any equipment or vehicles in excess of 72,000 pounds gross vehicle weight (GVW) and axle loads of 32,000 pounds. Prior coordination and approval for such loads must be obtained before proceeding. No exclusion trucks, multi-axle specialized hauling vehicles (SHV) or mobile cranes will be allowed on a bridge deck without prior review and approval. At a minimum, the loading diagram must include but not be limited to the following information:

(1) A typical section and plan view of the bridge, the position of the wheel loads and wheel spacing of the truck or crane.

(2) The GVW of the vehicle and all axle weights.

(3) For cranes, the location and weight of axles before and after counter weights are installed, all outrigger loads, required crane boom length, weight and location of center of gravity. This should also include the effects of guy lines, upper spreader and jib mast. If using a jib, show the length, weight, and location

01 10 10.00 25-9 of the center of gravity.

b. Any SHV's authorized to drive on the bridge deck must have all lift axles lowered and fully engaged while the vehicle has any load. For cranes, all specialized boom trailers must be engaged until a final set up with the outriggers are made and approved.

1.17 CONTRACTOR USE OF GOVERNMENT CRANES

The Contractor will not be allowed to use Government cranes for any work or access. Use Contractor-furnished equipment to facilitate installation or handling of items and equipment for this Contract.

1.18 CRANES AND HEAVY EQUIPMENT

1.18.1 Contractor Crane Safety

a. Contractor's cranes and equipment furnished for this work must conform with all applicable OSHA requirements, EM 385-1-1, and Section H Contract Clause 52.000.0013 ACCIDENT PREVENTION.

b. Thirty days prior to beginning site work, submit for approval a Lifting Diagram addressing such issues as maximum load, maximum wind speed, lifting radius, and all other applicable information required by EM 385-1-1 and OSHA. Include deck protection, prior to using any cranes on the intake, tailrace, or deck.

1.18.2 Contractor Crane Testing

Prior to use on the project, test all Contractor cranes in accordance with EM 385-1-1. Crane testing must be witnessed by the CO. Provide 48 hours notice of the test, excluding weekends and federal holidays, to the Government.

1.18.3 Contractor's Cranes and Heavy Equipment

Coordinate with the CO and submit the planned method of transportation and operation of Contractor-furnished cranes and other heavy equipment to be used in the performance of this Contract for Government approval. The loading plan for cranes and heavy equipment must include the type, size, loading, and placement of outriggers of all cranes or heavy equipment, and the proposed transportation routes and work areas to be used on the project. Operation of heavy equipment adjacent to existing structures must be avoided when possible.

1.19 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the CO immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes it has no responsibility. The failure or abnormality must not be disturbed until witnessed by the CO. Prior to proceeding further with work, the Contractor and the Government must agree in writing as to the responsibility for the damage or abnormality. Any damage or abnormal conditions not reported as specified above must also be corrected.

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1.20 NOISE CONTROL

1.20.1 General

Noise control and noise levels must conform to requirements set forth in the appropriate regulations, including EM 385-1-1, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52, and 29 CFR 1926.101. The most conservative requirement must govern.

1.20.2 Nighttime Noise Limitations

During construction, the noise levels, as measured from the nearest dwelling, must not exceed 50 decibels during the hours from 2200 hours to 0700 hours.

1.21 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.22 CARE OF DRAINS

Existing Powerhouse floor drains including the un-watering drains, transformer cell drains, roadway deck, and crane rail drains must not be used for disposal of any solid material and or any liquids other than clear water. Demonstrate that the pipes and drains are unobstructed when so directed and clean and remove materials from drains when obstructed.

1.23 PROTECTION OF MATERIAL AND WORK

All materials, supplies, tools, equipment and Government property (including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) must at all times be protected and preserved in an approved manner. If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.

1.24 PROTECTION OF EXISTING UTILITIES

Protect existing utilities in accordance with Section I Contract Clause

52.237-2, PPROTECTION OF GOVERNMENT BUILDINGS, EQUIPMENT, AND VEGETATION

(APR 1984). Repairs must be made immediately and at Contractor's expense.

1.25 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Protect all existing facilities whether or not shown on the drawings or referenced in the specifications. Upon completion of the work, all the existing facilities, not included as a portion of the work, must be left in a condition equal to the original condition prior to the Contract. Costs for repair and restoration of any facilities must be considered to be incidental to and included in the Contract price.

1.26 RESTORATION OF PROJECT ROADS

Project roads used for construction access will be evaluated and must be restored to their original condition by the Contractor as required. Repair and restoration must be made at the expense of the Contractor.

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PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 CONTRACT DRAWINGS

1.4 OCCUPANCY OF PREMISES

1.5 EXISTING WORK

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 11 00.00 25-

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

This Section provides a summary of the various Contract work elements and their relationship to each other. This summary does not provide the technical detail for particular work activities, but describes the work as a whole, providing overall perspective to the separate tasks and their interrelationships. Use this Section in conjunction with all the Specification Sections and the Drawings to establish the total work requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

a. This work must include, but not necessarily be limited to, the following:

(1) Class II Three-phase GSU Power Transformer

(2) Design, manufacture, and factory testing of one three-phase generator step-up (GSU) power transformer rated 175,000/233,333 kVA, 230 kV high-voltage, 13.2 kV low-voltage, Class ODAF/ODAF cooling, for delivery f.o.b. to The Dalles power plant including transformer shipment, hauling, site movement, reassembly and field testing.

b. Class II Single-phase GSU Power Transformers

(1) Design, manufacture, and factory testing of three single-phase generator step-up (GSU) power transformers rated 45,000/60,000/75,000 kVA, 115 GrdY/66.395 kV high-voltage, 13.2 kV low-voltage, Class ONAN/ONAF/ONAF cooling, for delivery f.o.b. to The Dalles power plant including transformer shipment, hauling, site movement, reassembly and field testing.

(2) Design, manufacture, and factory testing of three single-phase generator step-up (GSU) power transformers rated 45,000/60,000/75,000 kVA, 230 GrdY/132.790 kV high-voltage, 13.2 kV low-voltage, Class ONAN/ONAF/ONAF cooling, for delivery f.o.b.

to The Dalles power plant including transformer shipment, hauling, site movement, reassembly and field testing.

(3) Design, manufacture, and factory testing of nine single-phase generator step-up (GSU) power transformers rated 37,800/50,400/63,000 kVA, 230 GrdY/132.790 kV high-voltage, 13.2 kV low-voltage, Class ONAN/ONAF/ONAF cooling, for delivery f.o.b.

to The Dalles power plant including transformer shipment, hauling, site movement, reassembly and field testing.

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1.2.2 Location

The work will be located at The Dalles Dam. Contractor access to the work site will be from I-84 on the Oregon side of the Columbia River.

1.3 CONTRACT DRAWINGS

a. The Drawings that accompany these Specifications are a part thereof.

b. One set of full size Contract drawings, maps, and Specifications will be furnished to the Contractor without charge.

c. Contractor must immediately check furnished Drawings and notify the Government of any discrepancies.

1.4 OCCUPANCY OF PREMISES

a. Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

b. Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 EXISTING WORK

In addition to Section I Contract Clause 52.237-2, PPROTECTION OF

GOVERNMENT BUILDINGS, EQUIPMENT, AND VEGETATION (APR 1984):

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portion of the existing work to remain.

b. Upon completion of the work, repair or replace portions of existing work, which have been damaged by Contractor's operations, to preconstruction conditions at the expense of the Contractor.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 11 00.00 25-2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 60.00 26

OPERATIONS AND MAINTENANCE DATA

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

PART 2 PRODUCTS

2.1 SPECIFIC REQUIREMENTS

2.2 FORMAT

2.2.1 Binders

2.2.2 Binder Identification

2.2.2.1 Information to be Printed on Spine for the Bank TA

Transformers

2.2.2.2 Information to be Printed on Cover for the Bank TA

Transformers

2.2.2.3 Information to be Printed on Spine for the Bank T1

Transformers

2.2.2.4 Information to be Printed on Cover for the Bank T1

Transformers

2.2.2.5 Information to be Printed on Spine for the Bank T3, T5, T6 and T7 Transformers

2.2.2.6 Information to be Printed on Cover for the Bank T3, T5, T6 and T7 Transformers

2.2.2.7 Information to be Printed on Spine for the Bank T8

Transformer

2.2.2.8 Information to be Printed on Cover for the Bank T8

Transformer

2.3 CONTENT

2.3.1 Warning Page

2.3.2 Index

2.3.3 Description

2.3.4 Photographs

2.3.5 Operation Data

2.3.6 Maintenance Procedures

2.3.7 Repairs

2.3.8 Operator Preventive Maintenance, Major Maintenance, and

Adjustments

2.3.9 Maintenance Schedule

2.3.10 Catalog Data Sheets

2.3.11 Spare Parts Listing

2.3.12 Transformer Drawings

2.3.13 Transformer Factory and Field Test Reports

2.3.14 Design Review Report

2.3.15 Seismic Calculations

2.4 ELECTRONIC COPY

PART 3 EXECUTION

3.1 GENERAL

3.1.1 Initial Submittal of Operations and Maintenance Data

01 30 60.00 26-

3.1.2 Final Submittal of Operations and Maintenance Data

3.1.3 PAYMENT

3.2 FAILURE TO SUBMIT OPERATION AND MAINTENANCE DATA

01 30 60.00 26-

SECTION 01 30 60.00 26

OPERATIONS AND MAINTENANCE DATA

PART 1 GENERAL

1.1 GENERAL INFORMATION

Parts catalogs and operating instructions needed or useful in operation, maintenance, repairs, dismantling, or assembling, and for repair and identification of parts for ordering replacements, must be specially prepared for each transformer design. The parts catalogs and operating instructions must cover all equipment furnished under this Contract, and must be assembled under a common cover. The assembled material must include complete identification of the spare parts furnished in compliance with the requirements of these specifications.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00, SUBMITTAL PROCEDURES.

SD-10 Operation and Maintenance Data

Initial Submittal of Operations and Maintenance Data; G

Final Submittal of Operations and Maintenance Data; G

PART 2 PRODUCTS

2.1 SPECIFIC REQUIREMENTS

Paper must be 8 1/2-by 11-inch or 11- by 17-inch 24 pound stock. Shop assembly or special drawings must be of a size that requires folding only in left to right coordinate. (11 inches by 17 inches maximum, 8-1/2 inches by 11 inches minimum) All drawings must also be submitted with electronic versions in Bentley Microstation Version 8, or AutoCAD, and in PDF format so that they can be easily reproduced. Each sheet in the binder must be numbered and an index provided for ready reference to the data. All standard catalog cuts, manufacturer's printed data or descriptive literature, parts sheets, illustrations, etc., must be either original manufacturer sheets or reproduced copies of equal clarity and durability.

All copies must be readable, and non-permanent or non-water- resistant copies are not acceptable. All original manufacturer's data that are in color must be reproduced in color. All non-applicable data such as description of other models, optional equipment not included, etc. must be marked out. If reference is made to other drawings or data they must be included. The O&M data must list equipment covered; the manufacturer; and name, address, and telephone number of the local representative.

01 30 60.00 26-1

2.2 FORMAT

2.2.1 Binders

Binders must be side-binding, telescoping-post, expandable-back, and must have a supported…